2013-11525 SG (Plans)RIGHT OF WAY NOTE
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL
RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE
RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS.
WAIN46E NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED 'LIMITED GEOTECHNICAL INVESTIGATION AND FOUNDATION
RECOMMENDATIONS, PROPOSED RESIDENCE TO BE LOCATED AT 164 JUPITER STREET,
ENCINITAS CALIFORNIA" PREPARED BY ENGINEERING DESIGN GROUP, DATED DECEMBER
7, 2012. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
AND SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF-
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
6. THE DEVELOPER 2HALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY.DEVICES,
INC?LUOTNG SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
B. GRADING ANU EQUIPMENT OPERATING WITHIN ONE -HALF 0/2) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5'30 P.M. AND
730 /,.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT.' CITY INSPECTOR CIVIL
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY
CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT R OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION S.TTE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE
WITH REGARDS TO THE HAULING OPERATION.
1'. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11529 -SG
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN
OR AS SHOWN ON 1HE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
UNDER HIL DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL
MATERIAL. UPON COMPLETICN OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED
USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS' UNTIL SUCH
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL
IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE bHADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE
THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM
UNSIGHTLY DFBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
7. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY S
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY,
ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHERWISE. NO GRADING, EXCAVATION OR DISTURBANCE OF CITY TREE ROOT SYSTEMS
SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A
TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A
CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE.
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN
OV THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS
HOWEVER.' THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTTLITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION
OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK'
A. SEWERS - ESD - (760) 633 -2600
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
C. WATER - OMWD - (760) 632 -4209
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
(760) - 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTION AND REMOVAL.
REVISIONS 1 APPROVED 1 DATE
EROSION COMROL
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT REBECCA KAY AT (760) 753 -1250,
24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
1 ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMP /IMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS.
4. 140 DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /6W.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR
HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW
ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL / GREASE
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA-IS N/A
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 3.3 FT AND THE MAXIMUM
VERTICAL HEIGHT OF FILL IS 0.7 FT
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 0.6 FT
OF CUT AREA OF CUT (S.F.)
B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 0.6 FT
OF FILL AREA OF FILL (S.F.)
EARTHWOR< DATA
700 CUBIC YARDS REMEDIAL
110 CUBIC YARDS EXCAVATION (CUT)
110 CUBIC YARDS EMBANKMENT (FILL)
0 CUBIC YARDS IMPORT
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY
OVEREXCAVATION IF REQUIRED BY SITE CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SHRINKAGE OR SWELL FACTORS).
DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION
BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION
STORMMWATER POLLUTION CONNTROL BMP MOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY,
MORTAR STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR
ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT
LOCATION.
CONSTRUCTION SITE ACCESS
SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL
SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL UST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANNEL'S AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS
SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL
GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,' THEY HELP DECREASE
DATE BENCHMARK SCALE
%-14-
•I COUNTY OF SAN DIEGO BM 000140, 200'
EAST OF INTERSECTION OF HWY 101 & ENCINITAS
BLVD. ON NE CORNER OF RR BRIDGE A23 -283 HORIZONAL N/A
OVER ENCINITAS BLVD. STANDARD DISK IN
CONCRETE ABUTTMENT STAMPED OC 140 1968
NAVD88 EL= 79.636 VERTICAL N/A
PER CITY OF ENCINITAS SURVEY CONTROL, ROS 1841
1L �IT 'f 1 ( ►� F ►�►C.a.. �a l� :❑ Ii I Mi �.7& M U� .Af 1 � I7. tl vl
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE
SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT
OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON -SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND
STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES
SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE
FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE
TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND
STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND
REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT
(760) 633 -2770.
1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS
COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE
OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN
THE LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE
CROSSING LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD
VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF
PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL
AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION
BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE
ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES,
ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES
MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS.
IF FACILITIES DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO
CURRENT STANDARDS AT THE OWNERS EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE
HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE
SERVING.
B. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD
BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM
EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL
REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL
BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
LNO SEWER SERVICE LATERAL INSTALLATION COWLIAN E MITES
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE
ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF
ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION.
2. ALL DESIGN MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE
LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS
OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK)
AND THE REGIONAL STANDARD DRAWINGS MOST CURRENT EDITIONS. IN THE EVENT
OF CONFLICT THE LWD SEWER STANDARDS GOVERN.
LANOSf.APWG
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR
TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN
OCTOBER 1 AND APRIL 15.
(T. B. #1147 -E7) NTS
EXISTING
IMPERVIOUS AREA
PROPOSED*
IMPERVIOUS AREA
NET CHANGE
5,700 SF t
4,700 SF t
1,000 SF t
'EXCLUDING ROOFTOPS
LEGEND
PROPERTY LINE
NEIGHBORING PROPERTY LINE
PROPOSED CONTOURS
EXISTING CONTOURS
EXISTING EASEMENT
EXISTING EDGE OF PAVEMENT
CENTERLINE
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING GAS MAIN
EXISTING MANHOLE
DRAINAGE DIRECTION
PROPOSED BUILDING
PROPOSED 3" PVC PIPE
PROPOSED 4" CLEANOUT
EXISTING 6" PCC CURB & GUTTER
EXISTING WATER SERVICE (WS -02 & WC -17)
EXISTING SEWER LATERAL
MODULAR RETAINING WALL PER PLAN
TOP OF WALL
BOTTOM OF WALL
ASPHALTIC CONCRETE SURFACE
TOP OF ASPHALT BERM
TOP OF CURB
FLOWLINE
GROUND ELEVATION
SEWER MANHOLE
WATER VALVE
FIRE HYDRANT
POWER POLE
LIGHT POLE
FINISHED GRADE
FINISHED SURFACE
TW
BW
AC
TB
TC
FL
G
SMH
WV
PH
PP
LP
FG
FS
Icy► n/ I �
BRIAN MICHAEL ARDOLINO DATE
R.C.E. NO. 71651
EXP. 12 -31 -43 1-5
R4tTA-EWED BY.'
DA TE:
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- 255
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LEGAL DESCRIPTION
A PORTION OF LOT 9 IN BLOCK 3 OF SOUTH COAST
PARK NO. 4, MAP NO. 2049, PER GRANT DEED
RECORDED MAR 26, 2012 AS DOC# 2012 - 0173651.
A.P.N® SITE ADOfES'S
254 - 221 -26 164 JUPITER STREET
ENCINTAS, CA. 92024
IT1EE
REBECCA KAY j IAA T001446 95LAC )k-
126 WEST JASON STREET
ENCINITAS, CA 92024
760.753.1250
OJMS CERTIFICATE
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
COMPACTION AND SIAFILITY OF THE SITE.
1/fi P . -:4f r 0
REBECCA KAY 61t 1 W -t40P 1R5 •91I1d4 DATE
126 WEST JASON STREET
ENCINITAS, CA 92024
760.753.1250
SOILS ENGDIEEOTS CERTIFICATE
I, ERIN 8151 _________ A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES l2_L 12_ AND _12- l�li . ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER, FURTHERMORE, I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATION THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INC ATED IN THE GRA G PLANS AND SPECIFICATIONS.
SIGNED -- -- -- -- - - - -- - - - -- ESS1C� f.
RCE NO.: _(05122 ___ -- E R /SsF
- o
No. 6592
2 z
EXP. DATES 9-30- ?= �--------- ---- --
m
m
ENGINEERING DESIGN GROUP
21221 MONTEIL ROAD
SAN MARCOS, CA 92069 1> Elul\- >Q'
�
PROJECT.• 125105 -1 OF CNUF�
PHONE (760) 839 -7302
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WOR E'
FORMED BY THE ENGINEER.
BY: .%e1 � -Z�
BRIAN MICHAEL ARDOLINO DATE
RCE No. 71651
PASCO LARET SUITER 6 ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
PLSA 1962
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A. Solana Beech, CA 92075
ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.com
No. 71651
Exp. 12/31/.1%
)5
Ili I z Lei zj V 1
l•
1 '1
R,jc19'
PARKS & 1tECREATION PUBLIC WORKS I,EUCADIA WASTEWATER DISTRICT' � TJ
REV W D BY'' R V BY: ILWD EWER SYSTEM: APPROVAL
O
9 3 i5721//5 TEVE DEERI RCE 26514 DATE:
A E E. DA DISTRICT NGINEER
SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
CITY OF ENCINITAS ENGINMUNG DEPARIMENT DRAWING N ®.
n rl SIMPLIFIED GRADING PLAN FOR.
�C51274 I 164 S T
& PUBLIC
PLANNING CASE NO. 13 -008 CDP
A.P.N. #254 - 221 -26
ve
11525 �.
SHEET 1 OF 3 e
.pro PLSA 1962
BMA BMA WJS
REVIE�
o,_
PLANS PREPAR UNDER THE SUPERVISION OF
DATE: Zi �3
RECOM^MAENDEDiiv APPS ✓ /
BY: /� BY: ,e
R. C. E. NO. 71651
MASIH MAHER, C42519 GLENN
DATE.'
BRIAN MICHAEL ARDOLINO EXP. 12 -31 -'
DATE. DATES
- 255
- 255 - - --
N
0
WQ
r�
LEGAL DESCRIPTION
A PORTION OF LOT 9 IN BLOCK 3 OF SOUTH COAST
PARK NO. 4, MAP NO. 2049, PER GRANT DEED
RECORDED MAR 26, 2012 AS DOC# 2012 - 0173651.
A.P.N® SITE ADOfES'S
254 - 221 -26 164 JUPITER STREET
ENCINTAS, CA. 92024
IT1EE
REBECCA KAY j IAA T001446 95LAC )k-
126 WEST JASON STREET
ENCINITAS, CA 92024
760.753.1250
OJMS CERTIFICATE
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
COMPACTION AND SIAFILITY OF THE SITE.
1/fi P . -:4f r 0
REBECCA KAY 61t 1 W -t40P 1R5 •91I1d4 DATE
126 WEST JASON STREET
ENCINITAS, CA 92024
760.753.1250
SOILS ENGDIEEOTS CERTIFICATE
I, ERIN 8151 _________ A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES l2_L 12_ AND _12- l�li . ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER, FURTHERMORE, I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATION THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INC ATED IN THE GRA G PLANS AND SPECIFICATIONS.
SIGNED -- -- -- -- - - - -- - - - -- ESS1C� f.
RCE NO.: _(05122 ___ -- E R /SsF
- o
No. 6592
2 z
EXP. DATES 9-30- ?= �--------- ---- --
m
m
ENGINEERING DESIGN GROUP
21221 MONTEIL ROAD
SAN MARCOS, CA 92069 1> Elul\- >Q'
�
PROJECT.• 125105 -1 OF CNUF�
PHONE (760) 839 -7302
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WOR E'
FORMED BY THE ENGINEER.
BY: .%e1 � -Z�
BRIAN MICHAEL ARDOLINO DATE
RCE No. 71651
PASCO LARET SUITER 6 ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
PLSA 1962
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A. Solana Beech, CA 92075
ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.com
No. 71651
Exp. 12/31/.1%
)5
Ili I z Lei zj V 1
l•
1 '1
R,jc19'
PARKS & 1tECREATION PUBLIC WORKS I,EUCADIA WASTEWATER DISTRICT' � TJ
REV W D BY'' R V BY: ILWD EWER SYSTEM: APPROVAL
O
9 3 i5721//5 TEVE DEERI RCE 26514 DATE:
A E E. DA DISTRICT NGINEER
SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
CITY OF ENCINITAS ENGINMUNG DEPARIMENT DRAWING N ®.
n rl SIMPLIFIED GRADING PLAN FOR.
�C51274 I 164 S T
& PUBLIC
PLANNING CASE NO. 13 -008 CDP
A.P.N. #254 - 221 -26
ve
11525 �.
SHEET 1 OF 3 e
.pro PLSA 1962
HAM CALCULATION
GROSS LOT AREA
TOTAL AREA EXEMPT
FROM MAHA CALCULATION
TOTAL LANDSCAPE AREA
= gg60 5F
= q,800 SF
42.gxO.62xi60 = 4,256 ETO
LANDSCAPE EFFICIENCY BMP NOTE5:
I. WATER IS TO BE DIVERTED FROM HANDSCAPE AND ROOFS
INTO STORMWATER BMP AREAS.
2. IRRIGATION SHALL BE DE516NED TO LANDSCAPE
IRRIGATION EFFICIENCY NECE55ARY TO MEET MAMA
3. ALL IRRIGATION SHALL BE GROUPED INTO HYDROZONES
AND DESIGNED TO DELIVER WATER TO HYDROZONE5 BIASED
ON MOISTURE REQUIREMENTS
4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH
RAIN SEN51N6 SHUTOFF AND SOIL MOISTURE SENSING DEVICES
5. PLANTS, WHERE POSSIBLE, WILL BE ROOT WATERED VIA
SOAKER HOSES OR XERIS6APIN5
6. DROUGHT TOLERANT PLANTS AND LOH WATER U5E PLANTS
ARE TO BE USED THROUGHOUT THE LANDSCAPE
7. HIGH WATER USE PLANTS WILL BE LIMITED
8. TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM.
LOWER WATER USE TURF SHALL BE USED WHEN POSSIBLE.
L1. A MAINTENANCE 56HEVULE SHALL BE PROVIDED INCLUDING:
A. IRRIGATION WATERING, RUNOFF, EROSION OR IRRIGATION
SYSTEM FAILURE
B. MINIMIZING OVER5PRAYIN6 ONTO HARP56APE AREAS
C. REPLACEMENT OF DEAD, DYING OR DISEASED VEGETATION
D. ERADICATION OF INVASIVE SPECIES
E. REPAIR IRRIGATION SYSTEM $ COMPONENTS
F. REPLENISHING MULCH
6. SOIL AMENDMENT WHEN NE6E55ARY TO SUPPORT AND
MAINTAIN HEALTHY PLANT GROWTH.
H. FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY
PLANT GROWTH
1. fAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEW5.
J. IDENTIFY WHO 15 RESPONSIBLE TO MAINTENANCE
10. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE
WATER FEATURES
H. MULCH WILL BE USED ON SLOPES LE55 THAN 3:1 TO A DEPTH
OF 3" TO MINIMIZE EVAPOTRANSPIRATION.
12. SOIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN
A HEALTHY GROWING MEDIUM FOR ALL PLANT MATERIAL.
SOIL 1,�57ING WILL BE UTILIZED TO IDENTIFY ANY SOIL
DEFICIENCY AND OFFER AMENDMENT RECOMMENDATIONS.
13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE
MAXIMUM APPLIED WATER ALLOWANCE (HA".
FIE holm
ALL HOMES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM.
ALL ROADWAYS SHALL BE A MINIMUM OF 16' IN WIDTH DURING CONSTRUCTION AND
MAINTAINED FREE AND CLEAR INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE
WITH THE CALIFORNIA FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT.
PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE PROJECT
SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE
SATISFACTION OF THE FIRE DEPARTMENT.`
1. ALL NET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE
APPROPRIATE INSPECTING DEPARTMENT OR AGENCY.
2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO
PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES.
3. IF APPLICABLE ALL FIFE HYDRANTS SHALL BE INSTALLED. IN SEP''VICE. AND
ACCEPTED BY THE FIFE DEPARTMENT AND WATER DISTRICT.
SPECIAL FIFE NOES FOR ALLEY If MYEM NM
ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL
CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1 ** *THIS WILL
REQUIRE THE TRIMMING OF THE TREES BY THE APARTMENT COMPLEX (BEHIND
MODULAR WALL), AND THE REMOVAL OF THE RED BUSH/TREE THAT SITS IN FRONT
OF 16c JUPITER ST. ANY NEW PLANTING WILL NEED TO BE APPROVED BY THE
FIRE DEPT. - ANY TREES / BUSHES THAT WILL BE CONSIDERED BY BASIS SIZE
OF TREE AT MATURITY, LOCATION, FLAMMABLE CHARACTERISTICS ETC.
FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT
THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED
WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER DRIVING CAPABILITIES.
AMENDMENT 503.2.3 ***THIS WILL INCLUDE THE WHOLE ROAD. ALSO THE ENTRANCE
INTO THE 'ALLEY" WAS IN EXTREMELY POOR CONDITION AND WILL ALSO NEED TO BE
IhPADVED.
0
GRAPHIC SCALE 1 " =10'
0 10 20 20
EDASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A. Solana Beach, CA 92075
10h 855.259.8212 1 fz 858.259.4812 1 Dleaenalneerina.com
AS
N0. 71651
Exp. 12/31/
DROUGHT TOLERANT 2" HARDWOOD MULCH/
PLANTS (TYP.) GRASS COVER OR CITY
APPROVED EQUIVALENT
* BIORETENTION 1NGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND
20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS,
AND ALSO FREE OF NOXIOUS WEEDS.
** 3/4" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
ALL BIDRETENTION PLANTERS TO BE DEPRESSED AT LEAST 1" BELOW
ADJACENT FINISHED SURFACE
BIORETENHON DETAIL,
SCALE: 1'2'
W1UIH LV- ALLLY I-- - RIGHT-
FROPERTY LINE PAVING VARIES OF—WAY
r PER PLAN I
13 t
°
INSTALL 4" AC OVER INSTALL 4" AC OVER
CLASS II AB (MIN) EXISTING 4" AC OVER CLASS II AB (MIN)
6" CLASS II AB (MIN)
REPLACE * INSTALL GRASS —CRETE PER PLAN SECTION BROKEN AC
SECTIONS PER CITY
INSPECTOR
EASEMENT
AFN 254 - 221 -37
PORTION LOT (0, NAF 204q
o _
W
ip �e
t`ILL� 11LYlI"1CV V �1V1L1V 1 J
SCALE: 1 " =10'
INSTALL GRASS CRETE
W/ 6" CLASS II AB TO
HANDLE FIFE APPARATUS
LOADIfG (7 000 LB MIN)
�a
T
T
-1.5" PVC FIFE SERVICE 91.22
$010106r WAL.
NOES
1, THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE RESPONSIBILITY OF
THE OWNERS. THIS WILL INCLUDE ANY POST - CONSTRUCTION BMP AS WELL AS ANY
CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION
OPERATIONS.
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL
MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS, DIRECTING
WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR
STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS
WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER,
AND SPILL CLEAN UP TECHNIQUES.
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK-
PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN
ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH
AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION
OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE
COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED
SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH
THE STOCKPILED MATERIAL.
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF
DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF
THE SOIL IS SUFFICIENTLY SATURATED.
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND
MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR
MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AID IN THE
EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS
REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE
SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN
OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED.
6. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF
DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO
COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF
WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE
AND DOUBLE PERM %T FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW
WHERE THE LOCATION OF THE PROPERTY LINE IS.
B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET
AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
10. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER,
JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL
EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM
LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE
NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER
QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS,
COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT OF PORTABLE
TOILETS OVER A PERVIOUS SURFACE.
11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS OCIA) SHALL BE ALLOWED.
DCIA MEANS ST RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS,
SUCH AS ROOF, RD F DRAIN, DRIVEWAY, AND STREET.
r100F DRAIN NOTE.' FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF
FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO
COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PL8,TC STOi1q
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WAIL -1
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
GRADING NOTE.' ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF
THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF RERMISSSION FROM THE
ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR
TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE
PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING ANO
SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE
PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
s• i ®T(/pIiy�p el jjS S�
fc' GROSS 7L M3 (hliN,
/P AC 97
30J
II� /
BRIAN MICHAEL ARDOLINO DATE UM=
��1��
R. C, E. N0. 71651 Ll
EXP. 12-31-1-31-5
REVISIONS APPROVED DATE REFERENCES DATE $ENCE ARK SCALE PLANNMG & BUIL.DING DESBMNAED By DRAWN BMA BY cHEWJS By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
COUNTY OF SAN DIEGO BM 000140: 200' PLANS PREPA D UNDER THE SUPERVISION OF RECOMMENDED APP D SIMPLIFIED GRADING PLAN FOR.
EAST OF INTERSECTION OF HWY 101 6 ENCINITAS REVIEWED 11525-75
z
BLVD. ON NE CORNER OF RR BRIDGE A23 -2B3 HORIZONAL NIA Z� "�� BY: BY: 3 7
OVER ENCINITAS BLVD. STANDARD DISK IN MASIH AIAHEA, 42519 GLENN PRUIN, C51274 164 JL7PITER STREET
CONCRETE ABUTTMENT STAMPED OC 140 196E 6 , y,�3 R.C.E. NO. 71651 ENGINEERING & PUBLIC
NAVDBB EL= 79.636 VERTICAL N/A DATE.' BRIAN MICHAEL ARDOLINO �' WORKS DIR CT R A.P.N. #254 - 221 -26
PER CITY OF ENCINITAS SURVEY CONTROL, ROS 1641 EXP. 12 -31— DATE. _61 � 3 DATE: G %® 3 PLANNING CASE NO., 13 -008 CDP SHEET OOF 3
513012013N: \Active Jobs \1962 KAY \DRAWING \1962 D.pro PLSA 1962
a
O
HATCHED AREA REPRESENTS
HYDROSEEDING
HATCHED AREA REPRESENTS
CONSTRUCTION ENTRANCE
GRAVEL BAGS PER DETAIL A
SILT FENCE PER DETAIL B
314" MIN COARSE
AGGREGATE
FILTER
FABRIC
A 41
4
°—� 44
•.
00000000000
—X—X-
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
NOTE
APN 254 - 035 -08
LOT 5, MAP 535q
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
r— A
ORIGINAL Lu ® 4
GRADE
a
a
L 4
° °4 ® °4
4 °4 4
~ ° 4d
Q 4 a
19' RADIUS
MIN. 20' MIN
Z�ET ,AIL A: CON67RUG7I0N EN7RANGE
RUNOFF
NOT TO SCALE
GAP BETWEEN BAGS
ACTS AS SPILLWAY
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
� 'L< : 47RA Y L SA05
NOT TO SCALE
1. SET POSTS AND EXCAVATE A
4BY4IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
no
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC 11114
WIRE
12 5/L7 NC
NOT TO SCALE
Fj
WIDTH AS REC IRED" ,
TO ACCOMODAI`fr
ANTICIPATED ` 71A r
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4
APN 254- 055 -09
TREE LOT q, MAP 535q
110 (1
4
APN 254 - 221 -11
LOT 4, MAP 3257
10 %0'r
APN 254 - 221 -12
LOT 3, MAP 3257
AOJALEMT FF04 TY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITMNAL NOTES
1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS. PLACEMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONVECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006 -27.
HYDROSEID NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6.1 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED
BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS G D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 , LBS PER ACRE. TYPE
6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.'
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.-
1. TRACK WALKING SLOPES STEEPER THAN 6 °1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY'
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS PH ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
0
GRAPHIC SCALE 1 " =10'
0 10 20 30
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BRIAN MICHAEL ARDOLINO DATE
535 North Highway 101, Ste A, Solana Beach, CA 92075
R.C.E. NO. 71651
ph 658.259.8212 I fa 858.259.4812 1 Qlaaeagiaeeriag.com
EXP . 12 -31 -15
REVISIONS APPROVED DATE REFERENCES DATE $Fjv('EMIARK SCALE PLANNING & BUILDING DESIGNED BY ORBMA BY CHECKED BY APPROVALS CITY ®F ENCINITAS ENGINEERING DEPARTMENT DRAWING N®•
' COUNTY OF SAN DIEGO BM OCO140. 200' SIMPLIFIED GRADING PLAN FOR:
EAST OF INTERSECTION OF HWY 101 & ENCINITAS REVIEWED BY PLAN PREPA D UNDER THE SUPERVISION OF RECOMMENDED D
BLVD. ON NE CORNER OF RR BRIDGE A23 -2B3 HORIZONAL N/A DATE: tiS'I; BY: JV /✓ ' BY:
OVER ENCINITAS BLVD. STANDARD DISK IN o-- - z • 11525-:56c
CONCRETE ABUTTMENT STAMPED OC 140 1968 - R.C.E. NO. 71651 MASIH MAHER, C42519 GLENN PRUIN, C51274 164 JUPITER .STREET
(o• y• /� i ENGINEERING '& PUBLIC
VERTICAL N/A �T A.P.N. #254- 221 -26
NAVDBB EL= 79.636 .DATE: BRIAN MICHAEL ARDOLINO EXP. 12 -31- WORKS DIRE TO
PER CITY OF ENCINITAS SURVEY CONTROL, ROS IB41 DATE 464 / r ' DATE: PLANNING CASE N0: 13 -006 CDP SHEET 3 OF 3
512312013N.• \Active Jobs \1962 KAY \DRAWING \1962 D.pro PLSA 1962
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